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Report (76)
/ o Si - I here by certify that this plan, specification or report was prepared by me or under my direct supervision and that I am NICET Certified at Level IV. Brent D Kotula Date: Reg. No. 113889 RECEIVED JUL 5 2017 CITY OF TI GAF f - ILDING DIVISION II AquaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE- One Head Calculation (H.4) Drawing : RESIDENTIAL Location : BUILDING 1 UNIT K-6 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 028 Data File : 19816F 028 NW River Terr Bldg 1, Unit K-6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1Date 6/22/2017 NW RIVER TERRACE-One Head Calculation (H.4) HYDRAULIC DESIGN INFORMATION SHEET Date - 6/20/17 Name - NW RIVER TERRACE Location - TIGARD OR 97223 No. - 1 y Building - RESIDENTIAL Systemtect - 19816F 028 Contractor - ALLIANCE PLUMBING DrawingCNo.N - F190 Calculated By - PATRICK BROWN Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) 1 ( ) 2 ( ) 4 ( ) S ( )Other Made by Date T ( ) Specific Ruling E Typetem M Listed Flow at Start Point - 11 Gpm System Listed Pres. at Start Point - 8.8 Psi (X) Wet ( ) Dry PreAction D MAXIMUM LISTED SPACING 14 - x0 14 Gpm (S) Deluge or Nozzle E oc FlowFAddeddGpm Make SENJU Model RC-RESLFIT S Additional Flow Added - p K-Factor 3.7 I Elevation at Highest Outlet - 128 Feet TemperatureSize Rating 175 G Note: N Calculation Gpm Required 11 Psi Required 28.35 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 38 Elev. R Residual (Psi) - 33 Other Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 NW RIVER TERRACE- One Head Calculation (H.4) Date 6/22/2017 City Water Supply: Cl -Static Pressure 38 Demand: C2- Residual Presure: 38 D1 - Elevation C2 - Residual FPlow : 300 D2- S stem Flow : 12.127 .976 D2 -System Pressure : 28.353 Hose( Demand ) D3-System Demand : 10.976 Safety Margin : 9.636 15014 0 130 ■-_ p 120 R 110 E 100 S 90 ■-_ S 80 ■-_ U 70 �■-_ R 60 ■-_ E 50 ■-_ 40 i 30 D2 _-- Iwo 20 1.1 ■-_ 10 11111111111111111111111111.11111111 50 100 150 200 250 300 350 400 FLOW( NA1.85 ) 450 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NPage 3 NWW Uponor TERRACE-One Head Calculation (H.4) Date 6/22/2017 Fitting Legend2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 1/2 '/a 1 114 1'/z 2 10 12 14 18 22 27 35 40 450 5101 613 2 2 2 3 4 5 6 7 8 5 E 90'Standard Elbowaly1 1 1 1 1 1 1 1 1 2 2 3 4 TG GenericoGate Valve 3 4 5 6 8 10 12 15 17 20 25 30 335 550 60 71 81 91 101 121 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 Utb" Aquapex Tee-Branch Utr' Aquapex Tee-Run Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor NW RIVER TERRACE- One Head Calculation (H.4) Page 4 Date 6/22/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 38.0 33 300.0 37.989 10.98 28.353 NODE ANALYSIS Pressure Node Tag Elevation Node Type at Node Dischargeat Node Notes H.4 128.0 3.7 8.8 10.98 T.22 128.0 9.15 T.32 118.0 13.75 T.40 108.0 18.27 T.39 108.0 18.28 T.38 108.0 18.34 T.37 108.0 18.52 S.1 104.0 20.71 MTR 100.0 26.72 STR 100.0 28.35 T.19 128.0 8.93 T.18 128.0 9.27 T.28 118.0 13.74 H.7 128.0 9.21 H.8 128.0 9.24 H.6 128.0 9.3 H.5 128.0 9.33 T.21 128.0 9.35 T.31 118.0 13.73 T.30 118.0 13.74 T.27 118.0 13.74 H.11 118.0 13.74 T.23 118.0 13.75 T.24 118.0 13.81 H.1 128.0 9.31 H.2 128.0 9.34 H.3 128.0 9.37 T.17 128.0 9.38 H.14 118.0 13.74 T.36 118.0 13.74 H.15 118.0 13.74 T.35 118.0 13.74 T.33 118.0 13.74 T.29 118.0 13.74 H.12 118.0 13.74 T.26 118.0 13.74 H.10 118.0 13.75 H.9 118.0 13.75 H.13 118.0 13.74 T.41 108.0 18.27 H.16 108.0 18.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Date 5/22/2017 NW RIVER TERRACE-One Head Calculation (H.4) Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Notes ****** Ref. „C„ or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.4 5.73 0.862 Utr 2.0 14.000 8.800 K Factor= 3.70 to 150.0 0.0 2.000 0.0 Vel = 3.15 T.22 5.73 0.0222 0.0 16.000 0.355 T.22 -2.34 0.862 Utr 2.0 15.212 9.155 to 150.0 Utb 17.0 16.000 4.331 Vel = 1.86 T.32 3.39 0.0084 0.0 31.212 0.262 T.32 0.41 0.862 Utr 2.0 16.000 13.748 to 150.0 0.0 2.000 4.331 Vel = 2.09 T.40 3.8 0.0104 0.0 18.000 0.187 T.40 -0.29 0.862 0.0 2.000 18.266 to 150.0 0.0 0.0 0.0 Vel = 1.93 T.39 3.51 0.0090 0.0 2.000 0.018 T.39 0.29 0.862 Utr 2.0 3.000 18.284 to 150.0 0.0 2.000 0.0 Vel = 2.09 T.38 3.8 0.0104 0.0 5.000 0.052 T.38 2.96 1.054 0.0 16.000 18.336 to 150.0 0.0 0.0 0.0 Vel = 2.49 T.37 6.76 0.0113 0.0 16.000 0.181 T.37 4.22 1.054 Utr 4.0 10.260 18.517 to 150.0 T 2.44 6.440 1.732 Vel = 4.04 S.1 10.98 0.0278 0.0 16.700 0.464 S.1 0.0 1.244 2E 3.443 100.000 20.713 Fixed Loss= 3 to 150.0 0.0 3.443 4.732 Vel** Fi2.90 MTR 10.98 0.0124 0.0 103.443 1.280 MTR 0.0 0.995 E 2.336 35.000 26.725 to 150.0 T 5.841 9.345 0.0 Vel = 4.53 STR 10.98 0.0367 G 1.168 44.345 1.628 0.0 10.98 28.353 KFactor= 2.06 H.4 5.24 0.862 Utr 2.0 5.000 8.800 to 150.0 0.0 2.000 0.0 Vel = 2.88 T.19 5.24 0.0189 0.0 7.000 0.132 T.19 0.0 0.862 Utr 2.0 2.000 8.932 to 150.0 Utb 17.0 16.000 0.0 Vel = 2.88 T.18 5.24 0.0188 0.0 18.000 0.339 T.18 -1.84 0.862 Utr 2.0 14.000 9.271 to 150.0 0.0 2.000 4.331 Vel = 1.87 T.28 3.4 0.0084 0.0 16.000 0.135 T.28 -0.44 0.862 Utb 17.0 27.000 13.737 to 150.0 0.0 14.000 4.331 Vel = 1.63 T.38 2.96 0.0065 0.0 41.000 0.268 0.0 2.96 18.336 KFactor= 0.69 T.22 2.34 0.862 Utr 2.0 10.000 9.155 to 150.0 0.0 2.000 0.0 H_7 2.34 0.0042 0.0 12.000 0.051 Vel = 1.29 H.7 0.0 0.862 0.0 9.000 9.206 to 150.0 0.0 0.0 0.0 Vel = 1.29 H.8 2.34 0.0042 0.0 9.000 0.038 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor ' NW RIVER TERRACE-One Head Calculation (H.4) Page 6 Date 6/22/2017 Refd Qa Dia. Fitting Pipe Pt Pt or Ftng's Point Qt Pf/Ft ******* Notes **** Pe Pv ** Eqv. Ln. Total Pf Pn H.8 0.0 0.862 to 150.0 Utr 2.0 12.000 9.244 H.6 2.34 0.0043 0.0 2.000 0.0 0.0 14.000 0.060 H.6 0.0 0.862 Utr 2.0 Vel = 1.29 to 150.04.000 9.304 H.5 2.34 0.0042 0.0 2.000 0.0 0.0 6.000 0.025 H.5 0.0 0.862 Utr 2.0 Vel = 1.29 to 150.0 3.000 9.329 1.21 2.34 0.0042 0'0 2.000 0.0 0.0 5.000 0.021 T.21 -0.85 0.862 Vel = 1.29 to Utb 17.0 14.407 9.350 150.0 0.0 14.000 T.31 1.49 0.0019 4.331 T.31 0.0 28.407 0.053 Vel = 0.82 -0.48 0.862 Utr 2.0 4.000 to 150.0 13.734 T.30 1.01 0.0008 0.0 2.000 0.0 0.0 6.000 0.005 T.30 -0.11 0.862 Utr 2.0 Vel = 0.56 to 150.0 1.000 13.739 T.27 0.9 0.0007 0.0 2.000 0.0 0.0 3.000 0.002 T.27 0.11 0.862 Utr 2.0 Vel = 0.49 to 150.0 2.000 13.741 H.11 1.01 0.0010 0.0 2.000 0.0 0.0 4.000 0.004 H.11 0.0 0.862 Utr 2.0 Vel = 0.56 to 150.0 8.000 13.745 1.23 1.01 0.0009 0.0 2.000 0.0 0.0 10.000 0.009 T.23 0.50 0.862 2Utb 34.0 Vel = 0.56 to 150.0 02.000 13.754 T.24 .0 28.000 0.0 1.51 0.0019 0.0 30.000 3.850 Vel = 0.83 1.24 2.70 0.862 Utb 17.0 16.000 13.810 to 150.0 0.0 14.000 1.37 4.21 0.0125 4.331 0.0 30.000 0.376 0.0 Vel = 2.31 4.21 T.18 1.85 0.862 18.517 K Factor= 0.98 Utr 2.0 12.000 9.271 to 150.0 0.0 2.000 0.0 H.1 1.85 0.0027 0.0 14.000 0.038 H.1 0.0 0.862 Utr 2.0 Vel = 1.02 to 150.0 9.000 9.309 H.2 1.85 0.0027 0.0 2.000 0.0 0.0 11.000 0.030 H.2 0.0 0.862 Utr 2.0 Vel = 1.02 to 150.0 9.000 9.339 H.3 1.85 0.0027 0.0 2.000 0.0 0.0 11.000 0.030 H.3 0.0 0.862 Utr 2.0 Vel = 1.02 to 150.0 1.000 9.369 1.17 1.85 0.0027 0'0 2.000 0.0 0.0 3.000 0.008 T.17 0.85 0.862 Utr 2.0 Vel = 1.02 to 150.0 16.407 9.377 1.24 2.7 0.0055 0.0 2.000 4.331 0.0 18.407 0.102 0.0 Vel = 1.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NPage 7 NWW Uponor TERRACE-One Head Calculation (H.4) Date 6/22/2017 Qa Hyd. Dia. Fitting PPipge's PetPv ******* Notes ****** y Pt „C„ or PoEqv, Ln. Total Pf Pn Point Qt Pf/Ft 13.810 K Factor= 0.73 2.70 T.21 0.85 0.862 2Utb 34.0 13.000 9.3509.p 150.0 0.0 28.000 0. 27 Vel = 0.47 to 0.0 41.000 T.17 0.85 0.0007 0.0 9.377 K Factor= 0.28 0.85 0.48 0.862 Utr 2.0 11.000 13.734 T.31 0.0 2.000 0.0 to 150.0 H.14 0.48 0.0002 0.0 13.000 0.002 Vel = 0.26 0.0 9.000 13.736 H.14 0.0 0.862 0.0 0.0 0.0 to 150.09.000 0.002 Vel = 0.26 T.36 0.48 0.0002 0.0 0.0 0.862 Utr 2.0 3.000 13.738 T.36 0 2.000 0.0 to 150.0 p H.15 5.000 0.002 Vel = 0.26 0.48 0.0004 0.0 13.740 H.15 0.0 0.862 Utr 2.0 6.000 to 0.0 0.0 8.000 150.0 0.0 2.000 0.001 Vel = 0.26 T.35 0.48 0.0001 13.741 0.0 0.862 Utr 2.0 3.000 T.35 0 2.000 0.0 to 150.0 p T.33 5.000 0.001 Vel = 0.26 0.48 0.0002 0.0 T.33 -0.06 0.862 2Utb 34.0 4.174 13.742 to 150.0 0.0 28.000 0.0 Vel = 0.23 T.32 0.42 0.0002 0.0 32.174 0.006 0.0 13.748 K Factor= 0.11 0.42 T.28 0.44 0.862 2Utb 34.0 3.353 13.7373.p to 150.0 0.0 28.000 0.006 Vel = 0.24 T.29 0.44 0.0002 0.0 31.353 2.0 3.000 13.743 Utr T.29 0.06 0.862 0.0 2.000 0.0 to 150.0 H.12 0.5 0.0002 0.0 5.000 0.001 Vel = 0.27 2.0 3.000 13.744 Utr H.12 0.0 0.862 0.0 2.000 0.0 to 150.0 5.000 0.001 Vel = 0.27 T.26 0.5 0.0002 0.0 0.0 0.862 Utr 2.0 12.000 13.745 T.26 0.0 2.000 0.0 to 150.0 0.0 14.000 0.003 Vel = 0.27 H.10 0.5 0.0002 0.0 0.862 Utr 2.0 9.000 13.748 H.10 0.0 2.000 0.0 to 150.0 H.9 0.5 0.0003 0.0 11.000 0.003 Vel = 0.27 Utr 2.0 8.000 13.751 H.9 0.0 0.862 0.0 2.000 0.0 to 150.0 T.23 0.5 0.0003 0.0 10.000 0.003 Vel = 0.27 0.0 13.754 K Factor= 0.13 0.50 0.11 0.671 Utb 17.0 4.000 13.739 T.30 0.0 17.000 0.0 to 150.0 H.13 0.11 0.0 0.0 21.000 0.001 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor NW RIVER TERRACE-One Head Calculation (H.4) Page 8 Date 6/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.13 0.0 0.671 Utb 17.0 5.000 13.740 to 150.0 Utr 2.0 19.000 0.0 T.27 0.11 0.0 0.0 24.000 0.001 Vel = 0.10 0.0 0.11 13.741 K Factor= 0.03 T.33 0.06 0.862 Utr 2.0 6.000 13.742 to 150.0 0.0 2.000 0.0 T.29 0.06 0.0001 0.0 8.000 0.001 Vel = 0.03 0.0 0.06 13.743 T.40 K Factor= 0.02 0.29 0.671 Utr 2.0 2.000 18.266 to 150.0 Utb 17.0 19.000 0.0 T.41 0.29 0.0003 0.0 21.000 0.007 T.41 0.0 0.671 Vel = 0.26 to 0.0 9.000 18.273 150.0 0.0 0.0 0.0 H.16 0.29 0.0002 0.0 9.000 0.002 Vel = 0.26 H.16 0.0 0.671 Utb 17.0 9.000 18.275 to 150.0 Utr 2.0 19.000 0.0 T.39 0.29 0.0003 0.0 28.000 0.009 Vel = 0.26 0.0 0.29 18.284 K Factor= 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ti I here by certify that this plan, specification or report was prepared by me or under my direct supervision and that I am NICET Certified at Level IV. Brent D Kotula Date: Req. No. 113889 RECEIVED JUL 5 2017 CITY ,,_tt, nu, 1 AqUaSAFETM FIRE SAFETY SYSTEM OFFICE COPY Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : NW RIVER TERRACE-Two Head Calculation (H.8 & H.7) Drawing : RESIDENTIAL Location : BUILDING 1 UNIT K-6 TIGARD OR 97223 Remote Area : 1 Contract : 19816F 028 Data File : 19816F 028 NW River Terr Bldg 1, Unit K-6.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Uponor Date 6/22/2017 NW RIVER TERRACE Two Head Calculation (H.8 & H.7) HYDRAULIC DESIGN INFORMATION SHEET Date - 6/20/17 Name - NW RIVER TERRACE Location - TIGARD OR 97223 System No. - 1 Contract Building - RESIDENTIAL - 19816F 028 Contractor - ALLIANCE PLUMBING Drawing No.NF190 Calculated By - PATRICK BROWN Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9 OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X) 2 ( ) 4 ( ) S ( )Other Made by Date T ( ) Specific Ruling E Typetem M Listed Flow at Start Point - 10 Gpm System Listed Pres. at Start Point - 7.3 Psi (X) Wet ( ) y D MAXIMUM LISTED SPACING 14 x 14 ( ) Deluge ( ) PreAction E Domestic Flow Added 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RESLF37 K-Factor 3.7 I Elevation at Highest Outlet - 128 Feet TemperatureSize Rating Fat G Note: N Calculation Gpm Required 20.0023 Psi Required 35.79 AUndergroundSTR150 Summary C-Factor Used: Overhead 150 W Water Flow Test: Pump Data: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 38 Elev. R Residual (Psi) - 33 Other Flow (Gpm) - 300 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor NW RIVER TERRACE -Two Head Calculation (H.8 & H.7) Page 2 Date 6/22/2017 City Water Supply: Cl -Static Pressure 38 Demand: C2 - Residual Pressure: 33 D1 - Elevation C2- Residual Flow : 300 D2- System Flow : 20.002 D2 -System Pressure : 35.787 Hose( Demand ) D3-System Demand : 20.002 Safety Margin : 2.179 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 - 30 C2 20 10 50 100 150 200 250 300 350 400 450 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NPage 3 NWW Uponor TERRACE -Two Head Calculation (H.8 & H.7) Date 6/22/2017 Fitting Legend 1/2 3/4 1 11/4 1% 2 2% 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 Abbrev. Name 3 4 5 6 7 8 10 12 14 18 22 227 35 440 455 50 61 11 3 E 90'Standard Elbow 2 2 2 1 1 1 2 2 3 4 5 1 1 1 1 1 1 G GenericoGate Valve 3 4 5 6 8 10 12 15 17 20 25 30 35 505 60 717 881 991 101 0121 T 90'Aq Flow tTe Tee 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 Utb"` Aquapex Tee-Branch Utr" Aquapex Tee-Run Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor ` NW RIVER TERRACE-Two Head Calculation (H.8 & H.7) Page 4 Date 6/22/2017 SUPPLY ANALYSIS Node at Static Residual Source Pressure Pressure Available Flow Pressure Total Demand Required Pressure STR 38.0 33 300.0 37.967 20.0 35.787 NODE ANALYSIS Node Tag Elevation Node TypePressure Discharge at Node at Node Notes H.8 128.0 H.6 128.0 3.7 7.3 10.0 7.97 H.5 128.0 T.21 128.0 8.26 8.5 T.17 128.0 8.96 T.24 118.0 T.37 108.0 13.6 19 S.1 104.0 2.23 2 MTR 100.0 30.85 30.85 STR 100.0 35.79 H.7 128.0 3.7 7.31 10.01 T.2128.0 8.25 T.32 118.0 13.42 T.40 108.0 18.33 T.39 108.0 18.39 T.38 108.0 H.4 128.0 18.55 T.19 128.0 8.52 8.63 T.18 128.0 T.28 118.0 3. 4 T.31 118.0 13.455 13.28 H.14 118.0 13.32 T.36 118.0 13.35 H.15 118.0 13.36 T.35 118.0 13.39 T.33 118.0 H.1 128.0 13.4 H.2 128.0 8.95 8.95 H.3 128.0 8.96 T.30 118.0 T.27 118.0 13.32 13.33 H.11 118.0 13. T.23 118.0 H.13 118.0 13.415 13. T.29 118.0 H.12 118.0 13.412 13.41 T.26 118.0 13.41 H.10 118.0 13.41 H.9 118.0 13.41 T.41 108.0 H.16 108.0 18.35 18.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 Uponor Page 6/22/2017 NW RIVER TERRACE-Two Head Calculation (H.8 & H.7) H d. Qa Dia. Fitting Pipe Pt Pt Ref. ****** Y „C„ or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12.000 7.300 K Factor= 3.70 H.8 8.71 0.862 Utr 2.0 0.0 to 150.0 0.0 2.000 0.674 Vel = 4.79 H.6 8.71 0.0481 0.0 14.000 2.0 4.000 7.974 Utr H.6 0.0 0.862 0.0 2.000 0.0 to 150.0 H.5 8.71 0.0482 0.0 6.000 0 289 Vel = 4.79 2.0 3.000 8.263 Utr H.5 0.0 0.862 0.0 2.000 0.0 to 150.0 5.000 0.241 Vel = 4.79 T.21 8.71 0.0482 0.0 2Utb 34.0 13.000 8.504 T.21 -4.75 0.862 to 150.0 0.0 28.000 0.0 Vel = 2.18 0.0 41.000 0.460 T.17 3.96 0.0112 4 T.17 0.92 0.862 Utr 2.0 16.407 8 98.9661 to 150.0 0.0 2.000 Vel = 2.68 T.24 4.88 0.0165 0.0 18.407 0.303 T.24 2.87 0.862 Utb 17.0 16.000 13.598 0.0 14.000 4.331 to 150.0 T.37 7.75 0.0388 0.0 30.000 1.163 Vel = 4.26 T.37 12.25 1.054 Utr 4.0 10.260 19.092 to 150.0 T 2.44 6.440 1.732 1.406 Vel = 7.35 S.1 20.0 0.0842 0.0 16.700 S.1 0.0 1.244 2E 3.443 100.000 22.230 ** Fixed Loss= 3 150.0 0.0 3.443 4.732 to Vel = 5.28 MTR 20.0 0.0375 0.0 103.443 3.884 MTR 0.0 0.995 E 2.336 35.000 30.846 to 150.0 T 5.841 9.345 4.941 Vel = 8.25 STR 20.0 0.1114 G 1.168 44.345 0.0 35.787 K Factor= 3.34 20.00 H.8 1.28 0.862 0.0 9.000 7.300 0.0 0.0 0.0 to 150.0 H.7 1.28 0.0014 0.0 9.000 0.013 Vel = 0.70 H.7 10.01 0.862 Utr 2.0 10.000 7.313 K Factor= 3.700.0 to 150.0 0.0 2.000 Vel = 6.21 0.0 12.000 0.933 T.22 11.29 0.0778 0.862 Utr 2.0 15.212 8.246 -4.93 T.22 to 150.0 Utb 17.0 16.000 4.331 T.32 6.36 0.0268 0.0 31.212 0.838 Vel = 3.50 T.32 0.67 0.862 Utr 2.0 16.000 13.415 0.0 2.000 4.331 to 150.0 T.40 7.03 0.0324 0.0 18.000 0.584 Vel = 3.86 2.000 18.330 T.40 -0.54 0.862 0.00.0 to 150.0 0.0 0.0 0.0 = 3.57 0.0 2.000 0.056 T.39 6.49 0.0280 18.386 T.39 0.54 0.862 Utr 2.0 3.000 150.0 0.0 2.000 0.0Vel = 3.86 to 0.0 5.000 0.162 T.38 7.03 0.0324 T.38 5.23 1.054 0.0 16.000 18.548 150.0 0.0 0.0 0.0 to Vel = 4.51 T.37 12.26 0.0340 0.0 16.000 0.544 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor NW RIVER TERRACE- Two Head Calculation (H.8& H.7) Date 6 Date 6/22/2017 Ref. Qa ,Dia. Fitting Pipe Pt Pt Ftng' Point Qt Pf/Ft Eqv.r Ln. Totals Pf PvPe ******* Notes ****** 0.0 12.26 T.22 4.936 0.862 19.092 K Factor= 2.81 to 150.0 Utr 2.0 14.000 8.246 H.4 4.93 0.0168 0.0 2.000 0.0 0.0 16.000 0.269 H.4 0.0 0.862 Utr 2.0 Vel = 2.71 5.000 8.515 to 150.0 T.19 4.93 0.0169 0.0 2.000 0.0 0.0 7.000 0.118 Vel = 2.71 T.19 0.0 0.862 Utr 2.0 2.000 8.633 to 150.0 Utb 17.0 16.000 0.0 T.18 4.93 0.0168 0.0 18.000 0.936 to 150.0 Vel = 2.71 1.18 -0.91 0.862 Utr 2.0 14.000 8.936 0.0 2.000 4.331 T.28 4.02 0.0115 T.28 0.0 16.000 0.184 Vel = 2.21 1.20 0.862 Utb 17.0 27.000 to 150.0 13.451 T.38 0.0 14.000 4.331 522 0.0187 0.0 41.000 0.0 0.766 Vel = 2.87 5.22 T.21 4.752 0.862 18.548 K Factor= 1.21 to Utb 17.0 14.407 8.504 150.0 0.0 14.000 1.31 4.75 0.0157 4.331 T.31 0.0 28.407 0.446 Vel = 2.61 2.80 0.862 Utr 2.0 11.000 to 150.0 13.281 0'0 2.000 0.0 H.14 1.95 0.0030 0.0 13.000 0.039 H.14 0.0 0.862 Vel = 1.07 to 0.0 9.000 13.320 150.0 0.0 0.0 T.36 1.95 0.0030 0.0 0.0 9.000 0.027 T.36 0.0 0.862 Utr 2.0 Vel = 1.07 3.000 13.347 to 150.0 H.15 1.95 0.0030 0.0 2.000 0.0 0.0 5.000 0.015 H.15 0.0 0.862 Utr 2.0 Vel = 1.07 6.000 13.362 to 150.0 1.35 1.95 0.0030 0.0 2.000 0.0 0.0 8.000 T.35 0.024 Vel = 1.07 0.0 0.862 Utr 2.0 3.000 13.386 to 150.0 1.33 1.95 0.0032 0.0 2.000 0.0 0.0 5.000 0.016 T.33 -1.27 0.862 Vel = 1.07 to 2Utb 34.0 4.174 13.402 150.0 0.0 28.000 T.32 0.68 0.0004 0.0 0.0 32.174 0.013 0.0 Vel = 0.37 0.68 T.18 0.91 0.862 13.415 K Factor= 0.19 Utr 2.0 12.000 8.936 to 150.0 0.0 2.000 0.0 H.1 0.91 0.0007 0.0 14.000 0.010 H.1 0.0 0.862 Utr 2.0 Vel = 0.50 9.000 8.946 to 150.0 H.2 0.91 0.0007 0.0 2.000 0.0 0.0 11.000 0.008 Vel = 0.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NPage 7 NWW Uponor TERRACE-Two Head Calculation (H.8 &H.7) Date 6/22/2017 �� or Ftng's H d. Qa Dia. Fitting Pipe Pt Pv �� Ref. ******* Notes ****** y C Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2.0 9.000 8.954 Utr H.2 0.0 0.862 0.0 2.000 0.0 to 150.0 H.3 11.000 0.008 Vel = 0.50 0.91 0.0007 0.0 8.962 H.3 0.0 0.862 Utr 2.0 1.000 8.0 150.0 0.0 2.000 Vel = 0.50 to 0.0 3.000 0.002 T.17 0.91 0.0007 0.0 8.964 K Factor= 0.30 0.91 13.281 Utr 2.0 4.000 T.31 2.80 0.862 0.0 2.000 0.0 to 150.0 T.30 6.000 0.035 Vel = 1.54 2.8 0.0058 0.0 13.316 T.30 -0.30 0.862 Utr 2.0 1.000 0.0 150.0 0.0 2.000 0.014 Vel = 1.37 to 0.0 3.000 T.27 2.5 0.0047 13.330 0.30 0.862 Utr 2.0 2.000 T.27 0.0 2.000 0.0 to 150.0 H.11 4.000 0.024 Vel = 1.54 2,8 0.0060 0.0 13.354 H.11 0.0 0.862 Utr 2.0 8.000 3.0 150.0 0.0 2.000 Vel = 1.54 to 0.0 10.000 0.059 T.23 2.8 0.0059 13.413 2Utb 34.0 2.000 T.23 0.07 0.862 to 150.0 0.0 28.000 0.0 0.085 Vel = 1.58 T.24 2.87 0.0062 0.0 30.000 0.0 13.598 K Factor= 0.78 2.87 T.30 0.30 0.671 13.316 to 150.0 Utb 17.0 4.000 0.0 17.000 0.0 0.007 Vel = 0.27 H.13 0.3 0.0003 0.0 21.000 Utb 17.0 5.000 13.323 H.13 0.0 0.671 150.0 Utr 2.0 19.000 0.0 Vel = 0.27 to 0.0 24.000 0.007 T.27 0.3 0.0003 0.0 13.330 K Factor= 0.08 0.30 1 27 0.862 Utr 2.0 6.000 13.402 T.33 0.0 2.000 0.0 to 150.0 T.29 8.000 0.010 Vel = 0.70 1.27 0.0012 0.0 13.412 T.29 -0.07 0.862 2Utb 34.0 3.353 to 0.0 150.0 0.0 28.000 0.039 Vel = 0.66 T.28 1.2 0.0012 0.0 31.353 .0 1 13.451 K Factor= 0.33 1.20 T.29 0.07 0.862 Utr 2.0 3.000 13.4123.0 150.0 0.0 2.000 Vel = 0.04 to 0.0 5.000 0.0 H.12 0.07 0.0 13.412 H.12 0.0 0.862 Utr 2.0 3.000 to 0.0 0.0 5.000 0.001 150.0 0.0 2.000Vel = 0.04 T.26 0.07 0.0002 13.413 T.26 0.0 0.862 Utr 2.0 12.000 3.0 150.0 0.0 2.000 Vel = 0.04 to 0.0 14.000 0.0 H.10 0.07 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor ' NW RIVER TERRACE -Two Head Calculation (H.8 & H.7) Paget8 Date 6/22/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. „C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.10 0.0 0.862 Utr 2.0 9.000 13.413 to 150.0 0.0 2.000 0.0 H.9 0.07 0.0 0.0 11.000 0.0 H g Vel = 0.04 0.0 0.862 Utr 2.0 8.000 13.413 to 150.0 0.0 2.000 0.0 T.23 0.07 0.0 0.0 10.000 0.0 Vel = 0.04 0.0 0.07 13.413 K Factor= 0.02 T.40 0.54 0.671 Utr 2.0 2.000 18.330 to 150.0 Utb 17.0 19.000 0.0 T.41 0.54 0.0010 0.0 21.000 0.020 Vel = 0.49 T.41 0.0 0.671 0.0 9.000 18.350 to 150.0 0.0 0.0 0.0 H.16 0.54 0.0010 0.0 9.000 0.009 Vel = 0.49 H.16 0.0 0.671 Utb 17.0 9.000 18.359 to 150.0 Utr 2.0 19.000 0.0 T.39 0.54 0.0010 0.0 28.000 0.027 Vel = 0.49 0.0 0.54 18.386 K Factor= 0.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087